CN108868141A - Super high-rise building 3D printing device and method - Google Patents
Super high-rise building 3D printing device and method Download PDFInfo
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- CN108868141A CN108868141A CN201811213061.0A CN201811213061A CN108868141A CN 108868141 A CN108868141 A CN 108868141A CN 201811213061 A CN201811213061 A CN 201811213061A CN 108868141 A CN108868141 A CN 108868141A
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- guide rail
- printing
- core
- super high
- rise building
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B33—ADDITIVE MANUFACTURING TECHNOLOGY
- B33Y—ADDITIVE MANUFACTURING, i.e. MANUFACTURING OF THREE-DIMENSIONAL [3-D] OBJECTS BY ADDITIVE DEPOSITION, ADDITIVE AGGLOMERATION OR ADDITIVE LAYERING, e.g. BY 3-D PRINTING, STEREOLITHOGRAPHY OR SELECTIVE LASER SINTERING
- B33Y10/00—Processes of additive manufacturing
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B33—ADDITIVE MANUFACTURING TECHNOLOGY
- B33Y—ADDITIVE MANUFACTURING, i.e. MANUFACTURING OF THREE-DIMENSIONAL [3-D] OBJECTS BY ADDITIVE DEPOSITION, ADDITIVE AGGLOMERATION OR ADDITIVE LAYERING, e.g. BY 3-D PRINTING, STEREOLITHOGRAPHY OR SELECTIVE LASER SINTERING
- B33Y30/00—Apparatus for additive manufacturing; Details thereof or accessories therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/162—Handles to carry construction blocks
Abstract
The present invention relates to a kind of super high-rise building 3D printing device and methods, belong to technical field of building construction.3D printing device includes guide assembly, alternately climbing type 3D printing component, guide rail lifting assembly, material lifting component；Guide assembly includes core guide rail, telescopic attachment connector, peripheral guide rail, fastening-type attachment connector；Alternately climbing type 3D printing component includes lift frame one, print head guiding mechanism, 3D printing head；Guide rail lifting assembly include driving braking two is promoted by core, periphery promotes driving braking two and is fixed on core guide rail, the lift frame two on peripheral guide rail.Super high-rise building 3D printing method, including the use of the Core Walls Structure and outer framework of alternately climbing type 3D printing component synchronization printing super high-rise building, utilize material lifting component hoisting steel beam and profiled sheet, floor plates are printed using alternately climbing type 3D printing component, is alternately climbed by guide rail lifting assembly and expands print range.
Description
Technical field
The present invention relates to a kind of super high-rise building 3D printing device and methods, belong to technical field of building construction.
Background technique
The mechanization of traditional architecture industry and the degree of automation are lower, and there is an urgent need to transition and upgrades for development.With 3D printing
The development of technology simultaneously graduallys mature, which will bring technological innovation to labor-intensive construction industry.Build 3D printing skill
Art has the characteristics that automatic and mechanical degree height, one-pass molding, building consumptive material and process loss are few, is to realize construction industry transition
A kind of important means of upgrading is to solve efficient building, safety, digitlization, automation, the intelligent effective way built,
Research has become the development trend of construction industry.
The application of 3D printing technique is gradually from low layer is built in printing, multilayer is built（Structure）Object is built to build to printing is on the middle and senior level（Structure）
Build object transformation.Existing Super High or high level are built（Structure）Object 3D printing device is built in printing building course, in order to adapt to height side
Printing is extended up, is usually attached on Core Walls Structure alien invasion.Currently, the 3D printing dress being set on Core Walls Structure alien invasion
It sets, it is extending transversely limited, it is simply possible to use in printing Core Walls Structure and internal structure, still cannot achieve to cores such as frame column, floors
The construction of heart cylinder external structure.It is therefore proposed that a kind of build suitable for superelevation or high level simultaneously（Structure）Build object Core Walls Structure and external surrounding frame
Device and method is built in the automation of frame, has important theory and realistic meaning.
Summary of the invention
The present invention provides a kind of super high-rise building 3D printing device and methods, deposit for solving existing 3D printing device
The problem of can not printing Core Walls Structure and Core Walls Structure outer framework simultaneously.
In order to solve the above technical problems, the present invention includes following technical solution：
A kind of super high-rise building 3D printing device, including：
Guide assembly, including core guide rail, telescopic attachment connector, peripheral guide rail, fastening-type adhere to connector, described flexible
Formula attachment connector is set in super high-rise building Core Walls Structure and is horizontally disposed with, and is realized and Core Walls Structure inner wall by telescoping mechanism
Fixed and separation；The core guide rail is vertically arranged in the Core Walls Structure and bottom is fixed with the telescopic attachment connector
Connection, the periphery guide rail adhere to connector by the fastening-type and are fixed on the outer framework of super high-rise building, the fastening
It is detachably connected between formula attachment connector and outer framework；
Alternately climbing type 3D printing component, including lift frame one, the print head Guiding machine being fixed on the lift frame one
Structure, the 3D printing head being fixed on the print head guiding mechanism；The lift frame one promotes driving system by core respectively
Dynamic one, periphery promotes driving braking one and is fixed on the core guide rail, can lead on peripheral guide rail and along the core guide rail, periphery
Rail moves up and down；
Guide rail lifting assembly, including lift frame two, the lift frame two promote driving braking two, periphery by core respectively
It promotes driving braking two and is fixed on the core guide rail, on peripheral guide rail, and can be moved down on the core guide rail, peripheral guide rail
It is dynamic；And
Material lifting component is fixed on the lift frame two.
Preferably, if the print head guiding mechanism include the guide frame being fixed on the lift frame one, it is solid
The guide rail beam being scheduled on the guide frame, and the promotion track girder being fixed on the guide rail beam, the 3D printing
Head is fixed on the promotion track girder；The both ends of the guide rail beam are fixed on the guiding by horizontal drive braking respectively
On the track of frame；The promotion track girder is fixed on the guide rail beam by bi-directional drive braking.
Preferably, the 3D printing head includes print head large arm, print head forearm, nozzle rod and material spray head, described to beat
Print head large arm rotates driving braking by horizontal plane and is fixed on the bottom end for promoting track girder, and the print head forearm is logical
It crosses rotating mechanism one and the print head large arm is hinged, the nozzle rod is cut with scissors by rotating mechanism two and the print head forearm
It connects, the material spray head is fixed on the nozzle rod.
Preferably, the print head large arm, print head forearm, nozzle rod are all made of telescopic structure.
Preferably, the material lifting component material includes guide tracked jack machinism and derrick crane structure.
Preferably, construction and plant maintenance platform are additionally provided in the outside of the lift frame one, including by horizontal beam,
The frame structure of vertical posts composition, and the bottom plate being laid in the frame structure.
Correspondingly, the present invention also provides a kind of super high-rise building 3D printing methods, including：
Step 1：Super High is printed using the alternating climbing type 3D printing component synchronization of the super high-rise building 3D printing device
The Core Walls Structure and outer framework of building；
Step 2：When the Core Walls Structure of super high-rise building and outer framework are printed to floor plates height, beaten using super high-rise building 3D
The material lifting component hoisting steel beam and profiled sheet that printing equipment is set；
Step 3：Floor plates are printed using the alternating climbing type 3D printing component of super high-rise building 3D printing device, and repeat to walk
Rapid one, to step 3, completes super high rise building and constructs from bottom to top；
Step 4：Core Walls Structure and outer framework to super high-rise building is perpendicular more than alternately climbing type 3D printing component in short transverse
So that core guide rail and peripheral guide rail is alternately climbed and is fixed by guide rail lifting assembly to job area, expand 3D printing head
Then vertical print range repeats step 1 to step 4, until the Core Walls Structure of super high rise building, outer framework, floor plates are equal
Printing finishes.
Preferably, in step 1, the Core Walls Structure and outer framework of isochronous printing super high-rise building are specifically included：
（1）Start core promotion driving braking and periphery promotion driving braking by control instruction, lift frame one is driven to distinguish
It slides and brakes along core guide rail and peripheral guide rail outer wall, 3D printing head is made to be promoted to predetermined altitude；
（2）Start horizontal drive braking, realizes that guide rail beam is for linear motion along guide frame horizontal direction and brakes, start
Bi-directional drive braking drives 3D printing head for linear motion along guide rail beam and brakes, and makes to be promoted track girder in vertical direction
It is for linear motion and brake, control 3D printing head injection construction material realize super high-rise building Core Walls Structure and outer framework from it is lower to
Upper successively printing upwards.
Preferably, the Core Walls Structure and outer framework of isochronous printing super high-rise building further include：
（3）When being more than the job area of 3D printing head by printing Core Walls Structure and outer framework, starting horizontal plane rotation driving braking,
Rotating mechanism one, rotating mechanism two realize that print head large arm rolling brake, print head forearm rolling brake, nozzle rod turn respectively
Dynamic braking, and control print head large arm, print head forearm, nozzle rod collapsing length, realize the extension of Core Walls Structure and outer framework
Printing.
Preferably, in step 4, by guide rail lifting assembly, core guide rail and peripheral guide rail is made alternately to climb and fix,
It specifically includes：
（1）By control instruction, so that core is promoted driving braking two and braked, lift frame two is supported on core guide rail,
Unclamping fastening-type attachment connector separates peripheral guide rail with column, starts periphery and promotes driving braking two, makes peripheral guide rail edge
Peripheral guide rail slide onto need height upwards, so that periphery is promoted driving braking two and brake and screw fastening-type attachment connection
Part fixes peripheral guide rail with column；
（2）By control instruction, so that periphery is promoted driving braking two and braked, lift frame two-way is fixed on peripheral guide rail
On, telescopic attachment connector is unclamped, separates core guide rail with Core Walls Structure inner wall, starting core promotes driving braking two, makes
Core guide rail slides onto upwards along core guide rail needs height, so that core is promoted driving braking two and brakes and make telescopic
Attachment connector is fixed on Core Walls Structure inner wall.
The present invention due to using the technology described above, is allowed to compared with prior art, have the following advantages that and actively imitate
Fruit：
The lift frame one of the super high-rise building 3D printing device promotes driving braking one by core, periphery promotes driving system
Dynamic one is fixed on core guide rail, on peripheral guide rail, so that the job area of 3D printing head is made to cover Core Walls Structure and outer framework, it is described
Alternately climbing type 3D printing component can realize the automation printing of Core Walls Structure, outer framework, floor plates for material lifting device cooperation, lead
Rail lifting assembly can expand the job area of 3D printing head；
Super high-rise building 3D method provided in this embodiment, by alternately climbing type 3D printing component carry out Core Walls Structure, outer framework,
The concrete of floor plates prints construction, and the promotion of girder steel, profiled sheet, material is realized using material lifting component, utilizes guide rail
Lifting assembly realizes that the alternating of core guide rail and peripheral guide rail is climbed, expands the job area of 3D printing head, and Super High is realized
The automation integrated construction of the Core Walls Structure, outer framework, floor plates of building has high degree of automation, construction efficiency high, safe
Reliably, the advantages of energy conservation and environmental protection.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the super high-rise building 3D printing device in one embodiment of the invention；
Fig. 2 is the elevation of the super high-rise building 3D printing device in one embodiment of the invention；
Fig. 3 is the structural schematic diagram for the alternating climbing type 3D printing component that one embodiment of the invention provides；
Fig. 4 is the structural schematic diagram for the 3D printing head that one embodiment of the invention provides；
Fig. 5 to Fig. 8 be another embodiment of the present invention provides super high-rise building 3D printing method schematic diagram.
Figure label is as follows：
100- guide assembly；110- core guide rail；The telescopic attachment connector of 120-；The periphery 130- guide rail；140- fastening-type is attached
Connector；
200- replaces climbing type 3D printing component；210- lift frame one；220- core promotes driving braking；The periphery 230- is promoted
Driving braking；240- guide frame；The braking of 250- horizontal drive；260- guide rail beam；The braking of 270- bi-directional drive；280- is promoted
Track girder；290-3D print head；The rotation driving braking of 291- horizontal plane；292- print head large arm；293- rotating mechanism one；294-
Print head forearm；295- rotating mechanism two；296- nozzle rod；297- material spray head；298- material interface；
300- construction and plant maintenance platform；
400- guide rail lifting assembly, 410- lift frame two；420- core promotes driving braking two；The periphery 430- promotes driving system
Dynamic two；
500- material lifting component；The guide tracked jack machinism of 510-；520- derrick crane structure 520；
600- super high-rise building；610- Core Walls Structure；620- outer framework；630- floor plates；640- girder steel.
Specific embodiment
Below in conjunction with the drawings and specific embodiments to super high-rise building 3D printing device and method provided by the invention make into
One step is described in detail.In conjunction with following explanation, advantages and features of the invention will be become apparent from.It should be noted that attached drawing be all made of it is non-
Often simplified form and non-accurate ratio is used, only for the purpose of facilitating and clarifying the purpose of the embodiments of the invention.
Embodiment one
Referring to figs. 1 and 2, super high-rise building 600 includes being located in the middle Core Walls Structure 610 and positioned at 610 periphery of Core Walls Structure
Outer framework 620, outer framework 620 include column and horizontal beam（It is not shown）, in the height of typical floor, it is additionally provided with girder steel
640, profiled sheet is laid on girder steel 640（It is not shown）, then casting concrete forms floor plates 630.It is provided by the invention super
Skyscraper 3D printing device can be used for printing Core Walls Structure 610, outer framework 620, floor plates 630, and can be used for installing girder steel 640
And profiled sheet, to realize the one printing of super high-rise building 600.
Super high-rise building 3D printing device provided in this embodiment, including guide assembly 100, alternating climbing type 3D printing group
Part 200, guide rail lifting assembly 400, material lifting component 500.
Wherein, guide assembly 100 includes core guide rail 110, telescopic attachment connector 120, peripheral guide rail 130, fastening
Formula adheres to connector 140.The telescopic attachment connector 120 is set in 600 Core Walls Structure 610 of super high-rise building and level is set
It sets, is realized by telescoping mechanism and fixing and separating with 610 inner wall of Core Walls Structure, as an example, the telescopic packet of attachment connector 120
It includes horizontal gird and is fixed on two telescoping support legs at horizontal gird both ends, be provided in the interior walls of Core Walls Structure 610
Slot or bracket, telescoping support leg are stretched out and are fixed in slot（Or on bracket）, telescoping support leg retraction can be achieved to stretch
Contracting formula adheres to the separation of connector 120 and Core Walls Structure 610, and wherein hydraulic structure can be used in telescoping support leg, realizes automatic control
System.Core guide rail 110 is located in Core Walls Structure 610 and is vertically arranged, and bottom is fixed on telescopic attachment connector 120.It leads periphery
Rail 130 is vertically arranged, and is adhered to connector 140 by the fastening-type and be fixed on the outer framework 620 of super high-rise building 600,
Usual outer framework 620 includes column and horizontal beam, and peripheral guide rail 130 adheres to 140 hoop of connector on column by fastening-type,
It can be annular anchor ear or c-type anchor ear that fastening-type, which adheres to connector 140,.Guide assembly 100 includes more core guide rails 110 and periphery
Guide rail 130 is used to support the alternately lift frame 1 of climbing type 3D printing component 200 and proposing for guide rail lifting assembly 400
Frame 2 410 is risen, is illustrated in Fig. 1 and is provided with peripheral guide rail 130 on 4 root posts on the outside of 610 4 angles of Core Walls Structure.Periphery
The number of guide rail 130 can determine that the quantity of core guide rail 110 can be according to 610 palace lattice number of Core Walls Structure and palace according to the quantity of column
Lattice size determines.
Wherein, as shown in figure 3, alternately climbing type 3D printing component 200 includes lift frame 1, is fixed on described mention
Rise the print head guiding mechanism on frame 1（It does not indicate）, the 3D printing head that is fixed on the print head guiding mechanism
290；It is fixed that the lift frame 1 promotes driving braking 1 by core respectively, periphery promotes driving braking 1
It can move up and down on the core guide rail 110, peripheral guide rail 130 and along the core guide rail 110, peripheral guide rail 130.Its
In, print head guiding mechanism includes the guide frame 240 being fixed on the lift frame 1, several is fixed on described lead
Guide rail beam 260 on frame 240, and the promotion track girder 280 being fixed on the guide rail beam 260, the 3D are beaten
Print head 290 is fixed on the promotion track girder 280；The both ends of the guide rail beam 260 pass through horizontal drive braking 250 respectively
It is fixed on the guide frame 240；The promotion track girder 280 is fixed on the guide rail cross by bi-directional drive braking 270
On beam 260.Guide frame 240 is fixed on lift frame 1, by several horizontal beams and guide rail（It is not shown）Composition, guide rail
It is fixed on horizontal beam, is used to support guide rail beam 260 and provide running track for guide rail beam 260.The two of guide rail beam 260
End is fixed on guide frame 240 by horizontal drive braking 250, is specifically fixed on the guide rail of guide frame 240, can led
It is moved horizontally on frame 240 along the direction perpendicular to guide rail beam 260.It promotes track girder 280 and passes through bi-directional drive braking 270
It is mounted on guide rail beam 260, can be realized by bi-directional drive braking 270 and move up and down and moved along 260 direction of guide rail beam.
3D printing head 290 is mounted on the bottom for promoting track girder 280.Alternately the working method of climbing type 3D printing component 200 is：Pass through
Core, which promotes driving braking 1, periphery promotes driving braking 1 makes lift frame 1 along core guide rail 110, periphery
130 up and down direction of guide rail is mobile（Significantly promoted）, the level side of guide rail beam 260 can be realized by horizontal drive braking 250
To movement（Horizontal Y-direction, i.e., with 260 vertical direction of guide rail beam）, promotion track girder can be realized by bi-directional drive braking 270
280 realize that horizontal direction is mobile（Horizontal X direction, i.e., along 260 direction of guide rail beam）And it moves up and down（It is promoted by a small margin）, thus
Realize the multi-direction movement in three-dimensional space of 3D printing head 290.
As an example, 3D printing head 290 includes print head large arm 292, print head forearm 294, nozzle rod 296, material spray
First 297, wherein print head large arm 292 rotates the bottom end that driving braking 291 is fixed on promotion track girder 280 by horizontal plane
Head, print head forearm 294 is hinged by rotating mechanism 1 and print head large arm 292, and nozzle rod 296 passes through rotating mechanism two
295 is hinged with print head forearm 294, and material spray head 297 is fixed on nozzle rod 296.Material is provided on print head forearm 294
Expect interface 298, for inputting 3D printing material, certain material interface 298 also be can be set in other portions of 3D printing head 290
Position.Preferred embodiment is that print head large arm 292, print head forearm 294, nozzle rod 296 are all made of telescopic structure, from
And it realizes material spray head 297 and realizes accurate movement in certain three-dimensional space.
Alternating of the guide rail lifting assembly 400 for core guide rail 110 and peripheral guide rail 130 is climbed, including lift frame two
410, lift frame 2 410 is the tower structure of several horizontal beams, stringer composition, passes through core respectively and promotes driving braking two
420, periphery promotes driving braking 2 430 and is fixed on core guide rail 110, on peripheral guide rail 130, and can be along the core guide rail
110, peripheral guide rail 130 moves up and down.The working principle that the alternating of core guide rail 110 and peripheral guide rail 130 is climbed is：Work as promotion
When frame 2 410 is fixed on core guide rail 110 by core promotion driving braking 2 420, unclamps fastening-type and adhere to connector
140 separate peripheral guide rail 130 with column, start periphery promoted driving braking 2 430, make peripheral guide rail 130 along column to
On slide onto need height, then make periphery promoted driving braking 2 430 brake and screw fastening-type attachment connector 140, make
Peripheral guide rail 130 is fixed with column；Peripheral guide rail is fixed on when lift frame 2 410 promotes driving braking 2 430 by periphery
When on 130, telescopic attachment connector 120 is unclamped, separates core guide rail 110 with 610 inner wall of Core Walls Structure, starting core is promoted
Driving braking 2 420 slides onto core guide rail 110 upwards along core guide rail 110 and needs height, is then promoted core and driven
Dynamic braking 2 420 brakes and is fixed on telescopic attachment connector 120 on 610 inner wall of Core Walls Structure.
Building element, equipment, material etc. of the material lifting component 500 for being needed in lifting construction, in conjunction with Fig. 1 and Fig. 2
Shown, material lifting component 500 is jack machinism, preferably, including guide tracked jack machinism 510 and derrick crane structure 520.
As an example, guide tracked jack machinism 510 includes the horizontal guide rail beam being arranged on lift frame 2 410 and can lead along level
The crane one of rail movement, horizontal guide rail beam are fixed on lift frame 2 410 by the horizontal drive braking 250 at both ends, and
It can be moved along the direction perpendicular to horizontal guide rail beam, the operation in the range that horizontal guide rail beam moves of crane one；Tower
Heavy-duty machine structure 520 include pylon, cantilever crane and crane two, the operation in the coverage area of cantilever crane of derrick crane structure 520, therefore,
Derrick crane structure 520 is arranged can extend the working range that crane two covers by cantilever crane, meanwhile, guide tracked jack machinism
510 and derrick crane structure 520 be used cooperatively, material lifting can also be made more convenient.
Preferred embodiment is to also set up in the outside of the alternately lift frame 1 of climbing type 3D printing component 200
There are construction and plant maintenance platform 300, construction and plant maintenance platform 300 are mainly made of horizontal beam, vertical posts and bottom plate（Figure
In do not mark）, job platform is provided for the storage of construction member and for the alternately maintenance of climbing type 3D printing component 200.
Embodiment two
A kind of super high-rise building 3D printing method is present embodiments provided, referring to Fig. 5 to Fig. 8 and combines Fig. 1 to Fig. 4 to this
3D printing method is described further.The 3D printing method includes the following steps：
Step 1：As shown in figure 5, utilizing the alternating climbing type 3D printing group of the super high-rise building 3D printing device in embodiment one
The Core Walls Structure 610 and outer framework 620 of 200 isochronous printing super high-rise building 600 of part.It may include specifically following steps：
（1）Start core promotion driving braking 1 and periphery promotion driving braking 1 by control instruction, drives and promoted
Frame 1 is slided and is braked respectively along core guide rail 110 and peripheral 130 outer wall of guide rail, is promoted to 3D printing head 290 pre-
Fixed height；
（2）Start horizontal drive braking 250, realizes that guide rail beam 260 is for linear motion simultaneously along 240 horizontal direction of guide frame
Braking, 270 drive 3D printing head 290 of starting bi-directional drive braking is for linear motion along guide rail beam 260 and brakes, and makes to mention
Liter track girder 280 is for linear motion in vertical direction and brakes, and control 3D printing head 290 sprays construction material and realizes that Super High is built
Build 600 Core Walls Structure 610 and the bottom-up successively printing upwards of outer framework 620.
Telescopic structure is all made of in the print head large arm 292 of 3D printing head 290, print head forearm 294, nozzle rod 296
When, embodiment preferably is to further include：（3）To be more than 3D printing head 290 by printing Core Walls Structure 610 and outer framework 620
When job area, printing is realized in starting horizontal plane rotation driving braking 291, rotating mechanism 1, rotating mechanism 2 295 respectively
292 rolling brake of head large arm, 294 rolling brake of print head forearm, 296 rolling brake of nozzle rod, and control print head large arm
292, the collapsing length of print head forearm 294, nozzle rod 296 realizes the expanding printing of Core Walls Structure 610 and outer framework 620.
Step 2：As shown in fig. 6, the Core Walls Structure 610 and outer framework 620 to super high-rise building 600 are printed to floor plates 630
When height, 500 hoisting steel beam 640 of material lifting component and profiled sheet of super high-rise building 3D printing device are utilized.Specific packet
It includes：
（1）When the Core Walls Structure 610 of super high-rise building 600 and the printing of outer framework 620 to 630 height of floor plates, referred to by control
Enable starting core promoted driving braking 2 420 and periphery promoted driving braking 2 430, drive lift frame 2 410 respectively along
Core guide rail 110 and peripheral 130 outer wall of guide rail are slided and are braked；
（2）Girder steel 640 is lifted by crane by material lifting component 500 and is installed in place, and it is in place then to lift by crane profiled sheet installation.
Step 3：Floor plates are printed using the alternating climbing type 3D printing component 200 of super high-rise building 3D printing device
630, and step 1 is repeated to step 3, it completes 600 object of super high-rise building and constructs from bottom to top.The Method of printing of floor plates 630
It is similar with the Method of printing principle of Core Walls Structure 610 and outer framework 620, it repeats no more.
Step 4：Core Walls Structure 610 and outer framework 620 to super high-rise building 600 are in short transverse more than alternately climbing type
The vertical job area of 3D printing component 200 hands over core guide rail 110 and peripheral guide rail 130 by guide rail lifting assembly 400
For climbing and fixing, the vertical print range of 3D printing head 290 is expanded, then repeats step 1 to step 4, until Super High
The Core Walls Structure 610, outer framework 620, floor plates 630 for building 600 objects, which print, to be finished.By guide rail lifting assembly 400, make core
Guide rail 110 and peripheral guide rail 130 alternately climb and fix, and specifically include：
（1）By control instruction, so that core is promoted driving braking 2 420 and braked, lift frame 2 410 is supported in core and leads
On rail 110, unclamping fastening-type attachment connector 140 separates peripheral guide rail 130 with column, starts periphery and promotes driving braking two
430, it slides onto peripheral guide rail 130 upwards along the column of outer framework 620 and needs height, periphery is then made to promote driving braking
2 430 brake and screw fastening-type attachment connector 140 fix peripheral guide rail 130 with column；
（2）By control instruction, so that periphery is promoted driving braking 2 430 and braked, lift frame 2 410 is logical to be fixed on periphery
On guide rail 130, telescopic attachment connector 120 is unclamped, separates core guide rail 110 with 610 inner wall of Core Walls Structure, starting core mentions
Driving braking 2 420 is risen, core guide rail 110 is slid onto upwards along core guide rail 110 and needs height, then promote core
Driving braking 2 420 brakes and is fixed on telescopic attachment connector 120 on 610 inner wall of Core Walls Structure.
Super high-rise building 3D printing method provided in this embodiment carries out core by alternately climbing type 3D printing component 200
The concrete printing construction of heart cylinder 610, outer framework 620, floor plates 630, utilizes material lifting component 500 to realize girder steel 640, pressure
The promotion of shape steel plate, material, climbed using the alternating of the realization core guide rail 110 of guide rail lifting assembly 400 and peripheral guide rail 130,
The job area for expanding 3D printing head 290, realizes Core Walls Structure 610, the outer framework 620, floor plates of 600 object of super high-rise building
630 automation integrated construction has the advantages that high degree of automation, construction efficiency height, safe and reliable, energy conservation and environmental protection.
It should be noted that the driving in the embodiment of the present invention one, embodiment two is braked（As core promotes driving braking one
220；Periphery promotes driving braking 1, horizontal drive brakes 250, bi-directional drive braking 270, core promotes driving braking two
420, periphery promotes driving braking 2 430 etc.）It is all connected with power control system, since power control system is the prior art,
It does not repeat.Driving braking to be includes driving device and brake apparatus, and structure is also the prior art, is not done in detail to its structure
Description.Equally, rotating mechanism one, rotating mechanism two are also connect with power control system.
Each technical characteristic of embodiment described above can be combined arbitrarily, for simplicity of description, not to above-mentioned reality
It applies all possible combination of each technical characteristic in example to be all described, as long as however, the combination of these technical characteristics is not deposited
In contradiction, all should be considered as described in this specification.
The embodiments described above only express several embodiments of the present invention, and the description thereof is more specific and detailed, but simultaneously
It cannot therefore be construed as limiting the scope of the patent.It should be pointed out that coming for those of ordinary skill in the art
It says, without departing from the inventive concept of the premise, various modifications and improvements can be made, these belong to protection of the invention
Range.Therefore, the scope of protection of the patent of the invention shall be subject to the appended claims.
Claims (10)
1. a kind of super high-rise building 3D printing device, which is characterized in that including：
Guide assembly, including core guide rail, telescopic attachment connector, peripheral guide rail, fastening-type adhere to connector, described flexible
Formula attachment connector is set in super high-rise building Core Walls Structure and is horizontally disposed with, and is realized and Core Walls Structure inner wall by telescoping mechanism
Fixed and separation；The core guide rail is vertically arranged in the Core Walls Structure and bottom is fixed with the telescopic attachment connector
Connection, the periphery guide rail adhere to connector by the fastening-type and are fixed on the outer framework of super high-rise building, the fastening
It is detachably connected between formula attachment connector and outer framework；
Alternately climbing type 3D printing component, including lift frame one, the print head Guiding machine being fixed on the lift frame one
Structure, the 3D printing head being fixed on the print head guiding mechanism；The lift frame one promotes driving system by core respectively
Dynamic one, periphery promotes driving braking one and is fixed on the core guide rail, can lead on peripheral guide rail and along the core guide rail, periphery
Rail moves up and down；
Guide rail lifting assembly, including lift frame two, the lift frame two promote driving braking two, periphery by core respectively
It promotes driving braking two and is fixed on the core guide rail, on peripheral guide rail, and can be moved down on the core guide rail, peripheral guide rail
It is dynamic；And
Material lifting component is fixed on the lift frame two.
2. super high-rise building 3D printing device as described in claim 1, which is characterized in that the print head guiding mechanism includes
Guide frame, several guide rail beams being fixed on the guide frame being fixed on the lift frame one, and it is fixed
Promotion track girder on the guide rail beam, the 3D printing head are fixed on the promotion track girder；The guide rail beam
Both ends respectively by horizontal drive braking be fixed on the guide frame；The promotion track girder is braked by bi-directional drive
It is fixed on the guide rail beam.
3. super high-rise building 3D printing device as claimed in claim 1 or 2, which is characterized in that the 3D printing head includes beating
Head large arm, print head forearm, nozzle rod and material spray head are printed, the print head large arm rotates driving braking by horizontal plane and fixes
In the bottom end for promoting track girder, the print head forearm is hinged by rotating mechanism one and the print head large arm,
The nozzle rod is hinged by rotating mechanism two and the print head forearm, and the material spray head is fixed on the nozzle rod.
4. super high-rise building 3D printing device as claimed in claim 3, which is characterized in that the print head large arm, print head
Forearm, nozzle rod are all made of telescopic structure.
5. super high-rise building 3D printing device as claimed in claim 3, which is characterized in that the material lifting component material packet
Include guide tracked jack machinism and derrick crane structure.
6. super high-rise building 3D printing device as claimed in claim 3, which is characterized in that in the outside of the lift frame one
It is additionally provided with construction and plant maintenance platform, including the frame structure being made of horizontal beam, vertical posts, and is laid on the frame
Bottom plate in frame structure.
7. a kind of super high-rise building 3D printing method, which is characterized in that including：
Step 1：Utilize the alternating climbing type 3D printing of as claimed in any one of claims 1 to 66 described in any item super high-rise building 3D printing devices
The Core Walls Structure and outer framework of component synchronization printing super high-rise building；
Step 2：When the Core Walls Structure of super high-rise building and outer framework are printed to floor plates height, beaten using super high-rise building 3D
The material lifting component hoisting steel beam and profiled sheet that printing equipment is set；
Step 3：Floor plates are printed using the alternating climbing type 3D printing component of super high-rise building 3D printing device, and repeat to walk
Rapid one, to step 3, completes super high rise building and constructs from bottom to top；
Step 4：Core Walls Structure and outer framework to super high-rise building is perpendicular more than alternately climbing type 3D printing component in short transverse
So that core guide rail and peripheral guide rail is alternately climbed and is fixed by guide rail lifting assembly to job area, expand 3D printing head
Then vertical print range repeats step 1 to step 4, until the Core Walls Structure of super high rise building, outer framework, floor plates are equal
Printing finishes.
8. super high-rise building 3D printing method as claimed in claim 7, which is characterized in that in step 1, isochronous printing superelevation
The Core Walls Structure and outer framework of layer building, specifically include：
（1）Start core promotion driving braking and periphery promotion driving braking by control instruction, lift frame one is driven to distinguish
It slides and brakes along core guide rail and peripheral guide rail outer wall, 3D printing head is made to be promoted to predetermined altitude；
（2）Start horizontal drive braking, realizes that guide rail beam is for linear motion along guide frame horizontal direction and brakes, start
Bi-directional drive braking drives 3D printing head for linear motion along guide rail beam and brakes, and makes to be promoted track girder in vertical direction
It is for linear motion and brake, control 3D printing head injection construction material realize super high-rise building Core Walls Structure and outer framework from it is lower to
Upper successively printing upwards.
9. super high-rise building 3D printing method as claimed in claim 8, which is characterized in that the core of isochronous printing super high-rise building
Heart cylinder and outer framework further include：
（3）When being more than the job area of 3D printing head by printing Core Walls Structure and outer framework, starting horizontal plane rotation driving braking,
Rotating mechanism one, rotating mechanism two realize that print head large arm rolling brake, print head forearm rolling brake, nozzle rod turn respectively
Dynamic braking, and control print head large arm, print head forearm, nozzle rod collapsing length, realize the extension of Core Walls Structure and outer framework
Printing.
10. super high-rise building 3D printing method as claimed in claim 7, which is characterized in that in step 4, promoted by guide rail
Component makes core guide rail and peripheral guide rail alternately climb and fix, specifically includes：
（1）By control instruction, so that core is promoted driving braking two and braked, lift frame two is supported on core guide rail,
Unclamping fastening-type attachment connector separates peripheral guide rail with column, starts periphery and promotes driving braking two, makes peripheral guide rail edge
Outer framework column slide onto upwards need height, then make periphery promoted driving braking two brake and screw fastening-type attachment
Connector fixes peripheral guide rail with column；
（2）By control instruction, so that periphery is promoted driving braking two and braked, lift frame two-way is fixed on peripheral guide rail
On, telescopic attachment connector is unclamped, separates core guide rail with Core Walls Structure inner wall, starting core promotes driving braking two, makes
Core guide rail slides onto upwards along core guide rail needs height, so that core is promoted driving braking two and brakes and make telescopic
Attachment connector is fixed on Core Walls Structure inner wall.
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